Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans
OFFICE COPY 9 i:// March 4, 2005 - CITY OF TIGARD Derek L Brown & Associates, Inc. OREGON 9500 SW Barbur Boulevard, Suite 220 Portland, OR 97219 RE: TRUSSES FOR NEW TOWNHOME DEVELOPMENT Tenant Name: Hawks Beard Townhomes Occupancy Type: R3 Construction Type: VN Stories: 3 The attached truss details are approved for the following Lots; Lot 17 10920 SW Briarwood Place Permit Number MST2003 -00318 Lot 18 10930 SW Briarwood Place Permit Number MST2003 -00319 Lot 19 10940 SW Briarwood Place Permit Number MST2003 -00320 Lot 20 10950 SW Briarwood Place Permit Number MST2003 -00321 Lot 21 10960 SW Briarwood Place Permit Number MST2003 -00322 Lot 22 10970 SW Briarwood Place Permit Number MST2003 -00323 Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.4.2 OSSC Respec rian B . ock, Senior ' lans Examiner 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 V )Lai , . �N, 1 z - 0 30.t / 80-0 o Qr-+ , ,i, o C 7 N r-� o,'/ Hn� � _ , eq 0 w H CC d (6) � 4 N. 1 . + ,k■ AN 0 a ! 8 i A f A L 0 NU �i 0 # i 3 / \ IltiL 1 A 1 1 . vor g 1 er-3. a gink • ' , / 1-\ , 1 . IA PL.). 12 . ,� �■ \ BRow'N 8-0'' / - 9-(0 /24 % NI, a r HAWKS J3 J) TOWN HoPiES IT IIIIIIIIIlhIIII Campuirus inc. 7nis cesigc p:epased frotr. computer input by 111111111111111111I11I1111111 1111111111111111 Trans ID: 6551 PACIFIC LUMBER / BC 7.1- 2112LI -2 -• - -- - - - -- LUMBER SPECIFICAT7oNS TRUSS SPAU 26'- 0.0" Sable end truss on continuous bearing wall. LOAD DURAT IOU INCREASE = 1.15 1 :12.6 or equal typical at stud verticals. ""- - SIZE-- - SPECIE -GRADE pliT -- SPACED 24.0' O.C. - ' - - Refer to Comrus gable end detail for TOP CHORDS: 2x 4 OF Il6BTR ^otrsplete specifications. 11111"117/1 -- - - -- - - -- � - - -- -- — — - - - - - - - -- - - - -- — 2x 4 DF 116BTR LL( 25.0) +DL( 7.0) Olt TOP CHORD a 32.0 PSF m WEBS: DL OH BOTTOM CHORD a 10.0 PM' 2x 4 DF STAND TOTAL LOAD • 42•.0 PSF • C5 TC LATERAL. SUPPORT <= L2'0C. U011. BC LATERAL SUPPORT <= 1270C. DOH. 13 -00 -00 13 -00 -00 1' •f -f 12 C -9x9.3 12 6.00c 9.0° 16.00 2. 0 c. K1 C1 1 Co 0 C -9x9.3 C- 2.5x9.3 (S) Continuous bearing C -4x4.3 I r C3 )' )" `' - - - — 10 -00 -00 - - - -- - 14- o_oo -QQ - - - - - - -- -- ---- - - - - -- - - - -- 0 0 -00 26 -00 -00 0 - -00 r, � ckEO PROF, - - - Scale: l/4" t � tv s LC', RD JOB NAME: JOB- HANKS BEAM TOWHIIDMES - T - 9 81 • e^ w Ganged ARIMIS General Motes, unless otherwise noted' f 1. Re el Gcnd lte,s and Warnings before construction emus... 1. Desyn to support loads as shown. r c-..ON FILE td0.: T - 2 Marks and araceon scams co ahead In see a.dof m Canoed Nat.+ 2 yarn n assumes the tap and bottom chords kJ be he braced at N ch O Wardnps b.rar�eanwedur tiannene.a 2-Q o.e and at 12'-O o.n. �syeshvdyy L . 0 ' � " 0 3. h0 eempr.ssion ea bracing must b. klaueed a 9tm Born a S• Z �►R4 Impart bndging,ot lateral Wadr rn,uiied wham ehusn a + `0 ® �1 • 0 a. as k4"-4 W... n dauagdemnn: mren.. teapar.ryamtpema.sn hraetr 4 hrsta cA buss a the responaiMTtye Shenspadw contractor Mme. DATE: 10/12,2004 r must b. d.: an. a. ndprovd edbjdesigns ° 5 Ocstgnaswmes basses a?u se . e usedmanon- _urtusrmerrnrosrnent r - stet are for �` M eompuTnn e ammeas an ra.pon.bTdy far etch bracing r al 6. Des assumes t oil tl b besting al ase 47 inspects a! ppnrts shoran Shim of wedge it DES. BY: :1J j Iaeltiadslmrid tyfedtaanYesrcponart alter heeeasa _ tone nor . am complete. and d no erns . Off Ovoid a feed• gre eter than d.dan 7. Uasyn assumes ad uete drainage is provided - 1- tomb be tippled la wy eoragenna 6 Plates shall be locat on lath facosol Inns. and placed so then cede/ EXPIRES ` 31/1 U SEQ.: 5. cm puTmslw rn owned near and mamas an ratpans3Rty ra d+. lines rtintidev. 111 {' to inn inches - -- - r 19 3 fl 01 f.aria n.am .nipmml mod iulstsdsn ol etxr pener to 10. bea�ie design y o11es t a ct t he muTnu Plate. iadieated by the prefer 7 Tbla dssbn is banished subject In Ihe Imitations on Vas Otago. mil lonh "t;'. sea 1 C BO RR 4211 by 1P1 In H891 a T ?VWTCA F ScSi 1 -0) cupi.s at ctdeh Mlbe Furnished 11. The CenpiIrus hat Ssdnn Plate is indicated t• the mp�efis'Cll', the by Campania uyan ¢ awsl designator (18) Irdlcates 16 pa material is uses Mothers are 20 ga IIIIIl11111111 CnmpuT�'us "lno. This resign prepared (roar computer input by I 11111111111 11111 1111111111 11111IIII 11111111 Trans ID: 6551 PACIFIC LUN -13ER / SC 7 .1- 2Tl11r) - ?. - • • LUMOER SPECIFICATIONS TRUSS SPAN 26'- 0.0" (IRC 97 /TPI SIIIGLE MEMBER FORCES 4NRGD LOAD DURAT ION INCREASE = 1.15 1 1. 0 B 3= 3704 N 1= 176 ° - SIZE SPECIE GRADE -PANEL IS) _ - -. ..... - T 2a - 4111.. 1L 2 _1834 - .N 2= 1982 . -- - SPACED - 24.0" D.C. POP CHORDS: T 3= -3932 B 3= 1834 V 3= -715 - 2x 4 OF I1&BTR 1- 8 - T 4= -L4r6 B 4= - 3704 V 4= 1009 a - 8074OIS- CHORDS: - -- -- LOADING- - -- 1 5 146 - -- - A- 5 = -7LS - 2x 4 DE RIEDTR 1- 4 LL( 25.01 +DL( 7.01 OM TOP CHORD = 32.0 PSF T 6= -3932 N 6= 1982 WEDS: DL ON BOTTOM CHORD - 10.0 PSF T 7= -4131 lit 7- 176 ° 2x 4 DF STAND 1- 7 T II= U TOTAL LOAD = 42.0 PSF i .. TC LATERAL. SUPPORT <= 12'OC. DON. BC LATERAL SUPPORT <= 12 "OC. U011. 1.13E7 - 1D92 RIGHT = 1092 z OVERHANGS: 6.0" 6.0" Reactions: 1124 1124 DEARING AREA REQUIRED (SQ. 171) BRG 8 0'- 0.0' 1.15 OF / 2.70 HF / 2.51 SPF ORG 8 26 0.0' 1.75 DF / 2.70 11F / 2.57 SPF • 13 -00-00 13-00-00 T 4 { 12 C -4x4.3 12 6.001/ 4.0" v6.00 C -7x7.7 144144111 444 . 010444p C-7x7.7 004 Plip o C- 1.5x4.3 4441444444404141C-4.5x4.3 ill d r-1 io� ��` p I ° I cr. % C 5x14.5 C- 2 C- 5x14.5 t` za = ° Cr. ° - 3x9.4 C - 3x9.4 ° 49.00 4.0011 -C- Ep PROF I- 12 R 0 1 y y y)' i� G1;7`� �� .1 --- -•- - - 0 -D - Q - A@-- ______ --- - -_ - - - - - -- - -- •-- - 01 - Q - - - - -- - - - -- - - - - - -- - -- - -- - - - 3 - 05 ® 0 6 - 00 - -•-- - Q- - - - - --- -- - -•• - - - -- 1 ).• / dst - 1 26 -00 -00 -- ' k a Scale: 1/4" MF °• O a JOB NAM: JOB- HAWKS BEARD RONIIHOMES - T -2A .' cn WARMOS: General Notes. unless otherwise mad: R. C' t Reed el Grow:iWles and Wemings Were canaWelm elbows 1. Design to support loads as dime I 2 Brads and .....eon new .ro.Ad ee edebed of el se...i cr .srd 2, ppeSrgn assumes the tiOp end bottom chards to be letarally braced a; EXPIRES .1 IZl3�l '� FILE tf O.: T -2A W.r i-ege before eon,rmcttrr oomm..he... 7 -CY me.. and at 1 7-U o.c. respectively. O 3 . 2 3. 123 comma web bree osm a. inraled efrv. shown •. c4 Impact bndg:ng od lateral bradnngg u rad where shown • • - - .- a eb q. Inshallab of tnsss is sesare resportoubinib.uTilyye edin itaa r.specblion ve contrac er cnl CV DATE: 1C /12i 20 ^4 A ' must be r°'"_' you edandfedb choignm,fcanpudf-rman.rnb..daa 5- ender " dryca asacorros c +nirm • mutt b. desrgnedend pr.vhhd Dyd.dehsoteeehpMl. end ere for "dry eondittrr use 0-i cor.punas essterms ne nespatsIbEty fur such bracing G. Design assumes hill beating at on supports shown. Slim or wedge If 5. Noland shall be r ,p6.d to am ee0Oanerd at] Bee. .l Lawton and eces&ary. DES. BY: MJ fasteners us complete. and at no rtes standd w/ isnds gre"t.rWn desbn 7 eslgn assumes adequate dra stage Is recided teed, b. wiled to any omnpnnnu i Ides shall be located cn both laces el truss. and placed so II ember 4 Conpu has PO central storm end mttn.a re nspans7altyfet Uu lines oolndde with Joint center lines. C) SEQ.: 19384 12 abeleOWn, het 'tartest and b,omoISen of components. g• Drgrlbisic design lu plate erin amp O D 10 C basic des - vvi�n wluc d the Campania Plate- indi:aled by dm prefix 7. Ills design'.hrnCsInd sl6) oar be the Imitations an ruts designs sot forth • C', see LC, B0 RR 42111. bylAteYUe91 or IPVNRCA it SCSI t- ascnplos ofWJdhvl be hrnen.d 11. IIe CornpuTnus Net Becton PIz'e is Indicated by the prefix'Ur the be Compute r� s en request. designator (18) indicates 18 ga. nhatedal is used. Ala hers are10 ga 111111111111111 CompuTrus Inc. This design prepared from computer input. by IIIIIIIIIIIIIIII Hill IIIIIIIIIIIIIIIIIIIIIII Trans ID: 65517 PACIFIC LUMBER / BC 7,1.27(l131-E LUMBER SPECIFICATIOINS TRUSS SPAN 26'- 0.0" UBC 97 /TPI SINGLE HEI09ER FORCES 4WRGD LOAD DURATION INCREASE = 1.15 T 1= 0 B 1= 3704 W 1- 116 • SIZE. - SPECIE GRADE PANEL(SI - SPACED 24.0" O.C. T 1 • -4131 B 2= 1834 W 1982 LC' TOP CHORDS: T 3= -3932 B 3= 1834 VI 3= -115 2x 4 DP YI&BTR 1- B T 4= -1466 B 4= 3704 W 4= 1009 ----- BOTTOII-CINORn5-: - - - -- - - 1.018BI+IR -- - -- - qr5= - 1466 ----- 5 = -115 2x 4 DI Y1cBTR 1- 4 LL( 25.0) +DL( 7.0) ON TOP CHORD = 32.0 PSF T 6= -3932 W 6- 1902 BRAS: pp 2x 1 DF STAND t - 7 In Oil BOTTOM CHORD = 10.0 PSF T 7= -4131 W 7= 116 TOTAL LOAD = 42.0 PEP T 9= 0 TC LATERAL SUPPORT <= 12 "0C. DON. c j BC LATERAL SUPPORT c= 12 "0C. UON. z 1.F.FT = 3092 RIGBT = 1092 OVERHANGS: 6.0" 6.0" Reactions: 1124 1124 BEARING AREA REQUIRED (52. IN) BRG P 0'- 0.0- 1.75 DP / 2.70 IIF / 2.51 SPF , 13 - 00 - 00 13 -00-00 BRG I 26' 0.0" 1.75 DF / 2.70 HF / 2.51 set' T 1 T 12 C -4x4.3 12 6.001/ 4.0 6.00 s- 2.1 • C -7x7.7 C -727.7 , . 411 . 111, 10 C - 1.5x9.3 C- 1.5x9.3 CT Crl o17 C - 5x14.5 C- 2.5x7.7 C- 5x14.5 c O 1 1 • °. ° C - 3x9.4 C -3x9.4 ° cn • = 4 4.00 4.00 1-- 12 12 ' m m ; Y Y -i- �� sD PRp t.1' + o _ . ��� _ i Ca11 ��c _c__, _c__, - 0 -06_08 -05 _08 - - - -- 19 -01 -DO - - - -- - - - - - 05 _ 08 - - - - - -- -- y y w 26 -00 -00 - :• • t : ._: - l ;l °- Scale: 1/4" ci • JOB NAHR: JOB- HAWKS BEARD TOWRIHOHES - T -2B (� •, ' t.- .ar Cs" WM graraflos: newel Note unties olheM1rise noted' l -' .. - �. ` Z O t RsadeR General Notes end Waai sgsbefoneanstmallonofeasel= 1. Deiynto support leads asshovel `- �-�. d - Fl LB NO.: T - 2H W 2. der e,d erection connecter should Natal. . advised alai 0onarae no and 2. [ lop uvp assumes the and bottom chords to be tat eealy breed at " `• - O Waning+ ore au,.vuau ammo +n em -ro.a. 710 O.C. and at 17-6 a.c. respndualy. 3. Id eoeprc+.Innnab ie uired 3. 2u4 M bridging or lateral bran�trp ntiese shorn a 4 _ WeC6rpmaxi re as a..." rid per P 9 h1 s o I. m re.r.rr r.drn,p provided try awn a. mrrsro mp .,,e psae.e.r. br.nLp 4 ns la gn a d burs Is es are t o b 1 i the nos ca r p s , e e onr E P 1 Rt S 1 2.. i f f� DATE: 10/12/2004 5 en ar c for "dry condition" are to be used rnanon ocr erdronrnen� - _ _ : m.se e. e.srgnw are R•riasd gd.s>mrer of sampler. aln 1rrn. and arUoa " d use .. C*"1 Coo 4iTne ass:mos no resparslelttj Rs suahenooti n. 8. Design assumes fad bearing el aft supports ctr_nn. Shim or wedged DES. PY _ I IJ S No land shatlb. epp6.d m ,p airy cowmen ma oast el braekrg end fsMeaty ;funded fasrer .s. eemyhb A , a no in.. shrotel .rry loses grader then dosbn 7. gn assumes ed uete drsilage is unded F-- bd. e b• .pplodla any aempoonot 8. l ates shall be local.. on both laces et buss. and placed no their center B. eompuinrs has no owed over and asvrarraa no p6liry ear t h. B. D I les coincide with joint center lines. c....., SEQ .: 1938013 r igrb indioale size a plata to inches. O reb rfmiar4hendirm atternenr an d b • r a g rbn etumpmraw 10 For Lain design values of the comp Tars Plata Indicated by the prat( 7. This design is furnished stJhiw to rb• t eedoes an hues diregyrs IN fads "C", see 1 C.9.0. RR. 4211. • by 1n In H111-91,:. IriM ce.in ace 121 emirs of Which WI be nr,sb.a 11. The Carnpu sus Net Sectors Plate is Indicated by the ppre4e Cl T', the . by ecanpuw u 7par aaga•eL deslgoalor (181 indicates 18 ga. material is used" PS others are 20 ga. • 11111111111111 C'ampul'cut Inc_ This design prepared from computer input by 111111111111111111111111111111111111111111 PACIFIC LUMBER / BC Trans ID: -5517 • LUMBER SPECIFICATIONS TRUSS SPAN 26'- 0.0° UBC 97 /TPI SINGLE MEMBER FORCES 4WRGD LOAD DURATION INCREASE = 1.15 T 1= 0 R ]= 3704 W 1- 176 f. - SIZE -. SPECIE GRADE PANELS) -- • • - - - SE!AC 1I 24.0' O.C. - - -- -- - - - --- - - T 2= - 4191 B 2= - 1834 W - 1982 - - - _- • (---1. 111-1 TOP CIfORDS: T 3= -3932 B 3= 1834 W 3- -715 2x 4 DP 111 &BTR 1- 8 T 4= -1466 B 4= 3704 W 4- 1009 _ _ f _ a . .- -- -80TlO4- CRORDS: - - - -- - -- - - -- -- -LOADING --- - - - - -- - -- - - -- 2x 4 DF 016BTR 1- 4 LL( 25.0)IDL( 7.0) ON TOP CHORD = 32.0 PSF T 5= -3 H = 1 WEBS: D L ON B OPFOH Cf(11RD = l0 D Ps! T 6= -799 32 W 6 6= 1982 2x 4 OF STAND 1- 7 T 1= -4131 W 1= 116 • TOTAL LOAD - 42.0 PSF T 8= 0 sr" •• TC LATERAL. SUPPORT <= 12 "OC_ UON. BC LATERAL SUPPORT <= 12 "OC. DON. z LEFT = 1092 RIGHT = 1092 HA OVERNGS: 6.0° 6 -0" • Reactions: 1124 1124 BEARING AREA REQUIRED (SQ. IN) C -1s2.6 or equal at non - structural ARC, 6 0'- 0.0" 1.75 OF / 2.70 11F / 2.57 SPF vertical aembors (son). BRG 0 26'- 0.0" 1.75 DF / 2.70 NE / 2.57 SPF :OND. 2: 250.00 PLF DRAG LOAD. 13 -00 -00 13 -00 -00 s1IBARHA61. 0.0D to 26.00 T T -f 12 C -4x4.3 12 ROTE: TRUSS DESIGN RAANNSFE SI1HHi5 UHIEV1i14 . 6.00I,' 4.0° \I 6.00 ,St C- 1.5x4.3 TYP. AT _ 0 ` �` C-7 %7.7 D1AGo0AL INLETS. I � °° C- 2.5x4.3 1 4 . 4 k ' % % 4 4 . . . _ .5x4.3 -et Cr e o C- 5x19.5 C- 2 .5x7.7 C- 5x14.5 _� 0 7 c,-. ce C - 3x9.4 C -3 %9.4 c a 4.00 �_ 12 4.00t. 1- 0 -06 -00 12 0 3 -05 -00 19 -01 -00 3-05-08 ` - -- -- 1 -. L --- - - - - -- -- - - -- ------- - - - - - -- - - - - - -- - -- ---- - - - - -- -- 22 -06 -06 3-05-08 -__ - _ - -- _ -_ �Oc_O PRO,c� s Scale: 3/16 " 0 c- o JOB NAME: JOB- HAWKS BEARD TONUHOMES - 1 -3 u c � tnuttetos: Oenera1 Notes, unless otherwise noled: 1. n ( - Yi�vCh'1 ce 1. Read on General Notes end Martino baton co of trusses. 1. Design to support loads as shoos '1 f` A. t grader end woollen contractor sMtedbe aed►kad of all GMSr l bates ant 2. less n assumes the and Lotba shads to be lateral) braoad 61 U7 ' 0 --.I o FILE. NO.. 'T - vre b .M r. eonsuusuon...nog r asa 7A a nd et 1241 a respee{nely r 0 - r .: ^ ~ v O 3. 1o3 conpesafanweb bracing must be bstd et ed metro shown e. 3. 234 Impact Mdging a or lateral hrang r wiled %hare shown r l E) �„ °mo Q C v 4. AA rata d fire. realdhe element. eosin a temporary and primate* laments 6 1.1.44.60. .1 truss n the respandbditY 011h. respeebve.est acMc y � � - DATE: sod purrded try design.. el compeere wnettaa. S D esign assumes busses ere W be used m a non- oerwcivo emmonm end are for "dry condition' of msm p r R. C �FL no m c omp" rrras s.avoec esponaibmry for sod, Wso rg 6. Oav assumes lull beadnp at all supports shame Shire or wedge If . .w.., a , mr - DES BY: NJ ilea bad. 1wA3ib.s p en• /to eay communing d as commAtree necessary remo e... an, eorr5l.te, and ed no thee clonal arty loedt sweater do deism 7. ObSign assLTes ade�sate d us p v r '/ I- loads be nppl.d to any oanrpooeaL 8 flails shau be locsled on boil) laces of Cuss, and placed so Ihar corder + X11- 1 ES 12/ 31/ 05 te in U rues m lrr - Ide wlh nleenter lines. 6. Compuinra fm no emu* Byer end sit -a sses no the foGJJlI o S E .: 19 3 8 U 14 fabrication. handr4d stagnant -nen bridal= 6ddk or eomeenm oc 7. nth design is Swished abject to Te Inflamna on Macs destine ref rosin HI "G 10. D p o/ a c ld C-B D. R.R.4e ..1 1 ts al c ar mTn6 Pieta Indicted by Res %slur. s e by7Pein ESI or TPWNRCAtr SCSI1a3 capita of wit be Rsnrdt.d 11. The Co Net Section Plate is ind sated h the pref.:071" the by eonipuinr. upon r.yoest. designator (18) Indicates 18 ga. material is used - All others Are /0 go Minn IIU •» - Gam 11hu5 Inc. Iris des1 r. prepared from cor szter input by P I Illlll IIlII IIIII Illll illll lull IIIII 111 1111 PACIFIC LUMBER / BC Trans ID: 6551 7.1.2T(1L) -E -. LUMBER SPECIFICATIONS TRUSS SPAN 23'- 0.0" UBC 97/TP1 SINGLE MEMBER IORCES 4WRCD SIZE .SPECIE .GRADE. PANEL (S) LOAD DURATION INCREASE = 1.15 • T 1= 0 6 1= 3195 W 1= 149 LC', TOP CHORDS: SPACED - 24 - .0" D.C. - - • - T 2= 3569- B 2 = -- -1636- W 2= 1667 - _ / - 2x 4 OF 01cBTH 1- 8 T 3= -3386 D 3= 1636 W 3= -693 d _ _--- ___BOTTOM- C(10RDS -___- _ - -- - - -- LOADING ______ T 4= -1106 8 4- 3195 W 4= 913 2x 4 DP R1c6TR 1- 4 LL( 25.01fDL( 7.0) OH TOP CIPJRD = 32.0 PSF '1' 9 38 W �5d7 WEBS: T 6= -33306 6 W 6= 1667 O° 2x 4 DP STAID) 1- 7 DL DIf BOTTOM CHORD = 10.0 PSF T 7= -3569 W 7= 149 N TOTAL LOAD = 42.0 PS! T 8= 0 TC LATERAL SUPPORT <- 12 "OC. DON. BC LATERAL. SUPPORT <= 12 "OC. UON. z LEFT 966 EIGHT 966 OVERHANGS: 6.0' 6.0 Reactious: 998 998 BEARING AREA REQUIRED (SQ. 1NJ BRG @ 0°- 0.0" 1.55 DF / 2.39 11F / 2.27 SPF BRG 8 23'- 0.0° 1.55 DF / 2.39 DP / 2.27 5PP 11 -06 -00 11 -06 -00 1' 4 T 1 2 C -4x4.3 12 6.00 4.0 Q 6.00 i C -5x5.1 2.1 C -5x5.1 ...., CC- 1.5x4.3 m CI' C3 M OI o c ll_9 C- 2.5x7.7 C- 5x11.9 dr CT o C -9x6 1 C -4x6 ° • = i 4.00 - 9.00 L . 12 12 ne 1 °, _ 0-06-0M _08 r _ -_ 16 -01 -00 _ - -__- y 3-05-0M-06-00 ©PR _ ___ _ 23 -00 -00 y � - - -- -- ..., f 0- . G1 n-' Scale: 1/4° s.° ' JOB NAME: JOB- HAWKS BEARD TOWNHOIIES - T -4 i 0-t wANDUecs_ Gemeeat Notes, unless otherwise noted. • ,y GON ' • 1. Randall Genet-Widen end Warigo before eond,uellan aftrus... 1. Dessggn to support loads as ste,sn U) f. \ Ga J --- -f v , F[IE T10.' T -4 2Bued.rard core-ado, d"oum b. (bawd Slsad else 0.td 114as and 2. Design assumes the top and tatcfn chords tote la'eratly traced al 0 OQ O 6, O Warnings eater. wa e m a Z. umtlom�.n.. andal T- 0"oe. ten pecbvely- O E.. O 3. fag currpresnlan webbraafg mwl b. FVtrl.dahere rl"rner.. 3. 2r41mpert badlrg cr lateral hi aelr,,?� cared where stares e. a. r. urd I.,.. ..el..na d.m.nb nod, on ..a P .. " .. " .4 .np.,...,.no bndna 4 (�ste'ton laf buss e t"e reepsrel a the aspene w DATE: 10%12/2004 5 slgn o ry bulsseserstotebasted Inanror .00d /_ �¢ rows b deddn.d and Rmiaed by designer or eeraet...bw.tu.a and we lot "dry condition" r4 use c ,.-i cone" rtnsuaest rnesno rer5°mamyrmwdibrecr,y 8. Design assumes funbeafn al all S. M be needed to erry compon.ed laid ener d branF end necessary. 9 ppari5.shcNn. $I' :m w wedge C d tin load nha" s -, DES - BY: M.:, a [ P�I2ES 12/3 rmfm.n s. carmen*. end et no .ine shoal see/toads grasses risen d•.rgh 7 asg n asst -ores adequate dii ap roun dad- 8. tales shall 1 L•^r beds be sr to any oomponene d be located on bo is laces of inl_u, and Placed so th air corder • S`nr aee� U S. [aapufrus has no natant mraa end assumes no res 4e the P ees adnclee wRh ):Ant center lines S EQ .: 19 3 0 01 6 9 D: its indicate size of plate to inches. O ripener rundlbg..hlpment end Insta0e ion of con . 10 or basic desks valu of die CwncuTrun Plate- IM"ca bed Cy the p"a5s ' 7. This d.dsys4h,Nd,.d...N.d to eu eveeleen on bass deshdns net boob •C see I.C.B.O: R.I44211. by TN C.ld &at as 7PbViTCA m BCS11 -3 copies ofeMcb ei be n in:And 11. The CarnpuTrus Nat Seclion Plate is indicated by the prefix - cir, the by Come Inns upon request designator 118) indicates 18 ga. ma'enal is used. A.II ahem ere 2J ga 111111111111111 COmpuTrus Inc. ..: design prepared from cclrputer it:T:ut or 1111111 I1I1IIIf 'IIIiI11I1 Trans ID: 65517 PPCIFIC 1.U?IEiER / BC 7. 1,2111M-2. - _ LUMBER SPECIFICATIONS TRUSS SPAN 23'- 0.0' able end truss on continuous bearing wall. LOAD DURATION INCREASE = 1.15 1::2.6 or equal typical at stud verticals. SIS SPECI GRADE SPACED - 24'.0' 0.C. - - ' .. - "" - - - - efer to Compu Trus - gable end detail -for - - Ir "' TOP ()lenus: - omplete specifications. 2x 4 OF I/ IEUTR - - -- _ — LOADL11C. - - -- - - - --. - - -- -- - NOTTON 2x 4 DF II BTR L61 25.0)IDL1 7.0) 011 TOP CHORD = 12.0 PSE 0o 116DS: DL 011 BOTTOH CHORD = 10.0 PSF N 2a 4 OF STAND TOTAL LOAD >. 42.0 PSF .o TC LATERAL SUPPORT <- 12'0C. UGH. C5 BC LATERAL SUPPORT <= 12'OC. UDU. - 11 -06 -00 11 -06 -00 1' 1 -I 12 C -4x4.3 12 6.00 4�0'f Q6_00 I y O 00 2. M m d M 1 CT 0 CT C_C) C O CC I I 1 .41.....'-'1.1 I 0 0.25 ° J C-1 C -2.5x6 C- 5x5.1(S) Continuous bearing C -2.5x6 - — 0-06-00 23 -00 -00 — -- 0-06-00 � 4lE� — P RW: C9' G .c. --, � 0y Scale: 1/4' 21 -r 9� 0 ' _° J OB NAME: JOB- HANKS BEARD 70HN110MES - T-5 GE - ' " ' 31 m WARHf1as: General Notes, unlessothemsisenoted. _ 0 t Read a Gelerd Notes and WHemtigs before ear s auction 01 busses. I. Design to support loads es shawfl 1:ZC-ON z Milder and et Wien coral - Wei Mead b• advised of M Genera Now and 2. Despn assumes the lop and bottom chards to be laterally braced al Us t1 „C) J v - FILE NO.: T - S GE efore awuvudon con...e,osa 7-0' G.g. aryl at 12'-ir oa: resppect mi� ' - O sO 3. 2x4 Im ct bad rn or leteraf hracing eq tdred v ieae shown f e f7 L'i; - El . � 1 1 17 cortti ression vnb bred7 nWtt bs npehd chefs shonma •- q� ln g �� sl l ty of the respective p9Chve cantmcbui. C o a Aufeteralsrearsslsrm `""' """4 "ruyerapn,nansr„brasnf. S esig as s s s assumes es 31 e :o brr CV DATE: 10/12/2 004 ame asumes busses are be used in a non- gotrasw onvtrnr•menl �' �- mesa he designed and pov ld.a by �ergruret ccrnpMe cu.tehae, and ere for 'f y en' d use 01 emoums assumes no raspcacbfty arwcaaadra. 6. Desgnassumessfndlullhearingatallsupports . Shirnorwedgeif R. C S Ne land should he .d to 0o57 component urn]] abet ar brndly and pf1e iu, �jry DES. BY MJ I:tumors. et complete, and et no sloe elected any w e are, ny las grat design 7 t ana�sumes adequate drainage fs provided. _ L bads be eypbed to any eornpw,.rs. 6. Plates shall be Iccated on both tares al Ilium. and placed so the r oentei P� V 3 � r�1J F— CommTnss hes co corned over end assurers no responsibtlry its e» 9 . 6 ion r came w j u11 1 oin t sor y , -- - - S EQ _ : 19 3 8 017 6 labdcarlaq hendlam. shipment end aerAebon al compcomponent.. b basic is s n v va of p ale In itches c. 7. lo y b d srre bmished • 10 For l ues d Bic Corr nuTrus Plate lndrrbted by the p aO)rc to the 6n Bsrinm on w.o des tarn t IoM "C', se du: n efCB It P. 4211. by 171 bile-SI er TPIVff rA in SCSI 1-03 copies otabJch ail bs Webbed 11. The ComptiT s Sedan Sean Plate is indicated by the prefix - CN' the . by eomprtTrus teen moues. daslgraMt (I 6) Indicates l8 ga rhatarial is used All others a as 20 ga / ,® 111E111111111 - -/ - CumpuT'us Inc. inis design prepared from compute_ input :a; I1111I 11111I 11111I1II1111111111111IIIIII Trans ID: 65517 EACIFIC LUMBER / BC 7.1.274114 -2•- -- LUMBER SPECIFICATIONS TRUSS SPAN 13' 0.0" ;able end truss on continuous bearing wall. LOAD DURATION INCREASE = 1.15 2 -1x2.6 or equal typical at stud verticals. • ' - SIZE • -SPECIE GRADE PANEL - - SPACED 24:0' 0 - - - - rteter"to CompuTrUs gable end detail for - TOP CHORDS: :omplete specifications. Ca_ - 2K 4 D£ Ills B'PR 1- 9 - - - - - - T ICC _- _ — -- - -- — - - - - - I - - - BURI - CRQRII3: -- - -- 2s 4 DP ALEBTR 1 2 LLI 25.0) +DL( 7.01 ON TOP CHORD = 32.0 PSI' WEBS: DL ON BOTTOM CHORD = 10.0 PS! c't 2x 4 DP STAND 1 TOTAL LOAD = 42.0 PSP .o 0 TC LATERAL SUPPORT <= 12'OC. U0N- z BC LATERAL SUPPORT <= 12'0C. U011. • • 6 -06 -00 6 -06 -00 T 1' ,( 12 C -4x4.3 12 - 11.85V 4.0" \11.85 ii ,R O .cc, Cry M cr M I CT Q. r-1 r--i C/D C7 d N'1 4 an . , O 1 ° C- 1.5x4.3 ° M E o C -3x6 C -3x6 U - -- - -- -- - - - -- -- Cont-inuous Deaeing-- - - -- -- - - - J. y ), 1' G0 PROFE 0 -06 -00 13 -00 -00 0 -06 -00 : `�i 1 F � v S cale: 1 /4° ? o ▪ JOB NAME: JOB IIAWES BEARD TONNEONES - 7 1 ' m WARtalos: General Notes, unless othmwtse noted: CO 1. Randall General Stern Ind Wendngs before cord of trusses. 1. Design to SUppod loads as shown. ‘ � b � - GO ' CI r� I. Bold. rand arden wroemu 'wtldb. tldsedofal Generdrl°lesend 2. eignassurresthetopandb e laterellybracedat • ;rte pc, o FILE 110_ : T -6 a. 1=7� a � res d onnr bh meal e+shdcdadxr.ehoxeh•. 9 . Zc�Imµadh trkgr evired•rrheresho n +e .� * r,y 8r-o ; , � Q a. Ae I n t end Ines e.afedng demeres sudh .s e.mpe<uy end permanent b ecb 4 nslatlaben of Muss is the responw3ddyof the respective contractor t ' � � . ..+'� e- N DATE: 10/12/2004 area be d. :t ydeatjtar of coif .t. structure. 5, t?asign assumes bosses ale :o be used Ina nos- cmosne endionmen • - - �- Qted and h and a,•e foe'Airy corditiori' of use \ r G PF C.1 Cons'unua ass am. nonespenoldfiy eke stash landau. 6 ()asap assumes full bearing at all supports shown shun ar we if 5. Na bad slorid be eeei.d to any con .need teal alter ell In sato and eCQSSaIy. fasteners; er DES - BY : 11J fasteners; cameleer, end et ne den. shoals .n b p ads .a man t .. design s-gn es sumps ede Ja1e dralnape Is pr ided s nn dew kud. be applied I D a ny mn.enert b ales stall he located on both tares of truss and paced so Unit center 7 r r� 12131/0 1— Enos crincije with h jri nl curler lines. 1 1 R GJ SEQ: 1938019 B. arrp na /ma d r anesswu no r.a epanstbgaferma v . e C ri 9. Ur indicate d sire of oldie in inches. O ratane.rl.n h.ndp ln aeiprnse end ermrt.dan or eomprn.nte. 10. For basic design values of the CompuTn,a plate, Indicated by rba wells 7. Mir designs hanish.dndisst to One 6riWlona on buss design set fenA "C', see 1 C A O. R.R. 4211 byTP11n 1116 -01 or TPIWTCA InEC9403 copies of Mlle% of be lueiehed 11.The Camp{ Ms Nei Sectong lmh Mate is old/rated by the prate "CtJtSee a • 1 yCarorTn upon morel. designator 1 8)ineca'es18 a materiel is used All oelswa .11111111HIE Z • • --. Fos ►F1C. l l[iE11II lI 11111011111111111111111[H II II. Trans LD : • 65 ^1,.. desi prepaced f_:m :empucet 1 pr_t t� PACIFIC LUMBER / BC . . 2T(lt)�E LUHBER SPECIF]CATIONS TRUSS SPAN 8'- 0.0" uric 91 /TPI SIIIGLE MEMBER FORCES 4WRGD • L LOAD DURATION INCREASE = _ 1.15 '1' 1= 0 B 1= 134 W 3.= 85 PAR/EL - • - .... .. _ . C. . T • 2= 292 ' B 2` 139 : co __SIBL -- 5PEC1E CHORDS GRADE SPACED 2 4.0 O LC, COP CHOR T 3= -290 2x 4 OF 416BTR 1- 3 - - --- -- a • - • --• - BO'LR'OH- g10RIfSo--- - -- -• -- -- - -- -- - - - - --- -- --- -- - - -� ------- i-oAD]H4 -- -------- -- -- •• - -- -------- - - - -- -- 2x 4 DF HI&BTR 1- 2 LL( 25.0) +DL( 7 .0) OH TOP CHORD = 32.0 PSI WEBS: LEFT = 338 RIGHT = 336 O° 2x 4 DF STAND 1 • DL OH SOTTO!{ CHORD = 10.0 PSF N _ TOTAL LOAD = 42.0 PSF BEARING AREA REQUIRED (SQ. Ltf) •o VC LATERAL SUPPORT <= 12 "OC. HON. RAG P 0'- 0.0" 0.54 DF / 0.83 HP / 0 .80 SPF c3 BC LATERAL SUPPORT <= 12 "OC. UOU. BRG 8 8'- 0,0" 0.53 DF / 0.82 HE / 0.19 SPF OVERHANGS: 6.0" 0.0" Reactions: 373 331 4 -00 -00 4 -00 -00 1 1 T l 12 C -4x4.3 12 . 12.00V 4.0" - \ 12.00 . .r A \ ii r l'/A o 00 m m m r1 1 • ■ I o O CT, C -3x6 C- 1.5x4.3 C -3x6 • tr . 1- rz 0 - - - - 0 - 0 0 -6 - -- 0 -00 -00 - -- - - - - kEDGE REQUIRED AT 1)EHL (SI tF,4 P�aF ME 4//4 5 Scale: 3/8" C o JOB HAKE: JOB- HAWKS BEARD TOWHIIOHBS - T -8 1 c^ wnw17103. General Notes, unless otherwise noted: -w Cyy ._ e1 J 1.. said ea General Notes end Warnings Before car■seue6ur oftrusses. I- Design to sup part leads as shown. n 4-1 2. solar end weddr con..nar Mutant be Waned at ea nmsnel Kolas and 2. Design acsulneapr a top and bottom chords to be lateral) braced at CD • , ` � .. mss- EILE IJO.: T -11 warriste before carwrvadon currentness 2•U• a a. and at )7-(/* co respect/rely. y '71t O 3 2x4 Impact bra rr C. lateral6 g e ecti 0 1 te.fe.mer•swen web tracing must be iMrad where sheen r. d- Inslalb5xr e0 buss the trs m bT�t u throspve contractor. ^ 09 N 1 a_ a nerd ue.'. r'''Warp amen.. .. sad. t..rpr a ..nd P.m ■r una b"dr'S- 5. pea assumes uses are to be usgd m N a noncorrosive enronment i r^ 4•L` DATE: 0/]2/2004 moat b e deelgrad and provided by& donor of corrcbteo UN mi., andue for 'dtyom+droon "of use l R. `i P` • cis c npuTies essuseetmreepmdiiytorsuch&sehwy 8 Drcign assumes full beating a l all supports str..Hm Shim or wedge if .,,� s. me lewd■het.ld be spoiled to eny pompano% tail arts WI buckle; and frecessary. „ DES. BY: MJ team bn .rs.re eempe,aodeeneu .ob..marwre.&prem. 0,.s d..0r. 7 Design asvum "eadequa!e "s di eO - ►" - 1 Q° :::: 1- loads be applied m wry cougu ant. 6. h shall be located an bcOr Imes el buss, and placed so then' corder & Cm '° op(" has' menial prat end assumes no reoporokay for the r alai of in i line. v S EQ . , g �, }� :� � - ZI3"� / � O R +-sv. : 19 3 B U 2 0 seteleorrorc berat6t4 sl .ad iostam6cn of ocn 9 - gitb sic d es size rA plate n lines. truss basic design R. 4 of CampoTrttt Plate, Ir�fealad by the gratis 7. This deaden1e1 nt TFPMCA banished I t mtin. espie on ruuns doa u ealbo Ha set forth 10. For sae IC Lis R R.e ctio .. -.. -.- ._ -.. by I PI fn to racslm l espies el Michnilbr Haddad 11 The see The GaryuTnls Net SecC Plate is indi:aled 6y the preFA'Cfl': the • by CompuT.0 upon memos .. designator (18) indicates 18 pa_ material is used All c)hers are 20 pa - _ - - L • • 111111111111111 CbmpuiruB kit_ This design prepared frcw ccfpucer input by I 11111111111111111111111111111111111111111111 a a PACIFIC LUMBER / BC 7rn2TIDL1 - 551► . - . - -- .. a L1114B8R SPECIFICATIONS 13 -00 -00 GIRDER SUPPORTING 26 -00 -00 U8C 97 /TP-r 2 MENDER FORCES 4WRGD LOAD DURATION INCREASE = 1.15 + T [_ -3038 B 1- 2002 H 1= 3802 1` - SIZE. _SPECIE GRADE . PANEL(S) •- . .- • - - - -- 7 2= -3038 B -2 = -- -2002 - - -• 1 r TOP CHORDS: 2x 4 OF 816BTR 3- 2 LOADING — n — _ - _BOITOlLCkIOltLtS Tc SO��DL1 t4 64th' -- Pr - 0'- 0:0+' - To - 11 - - 0:0 " - V - Lgrr = 3B22 - RIGHT = - - 382L • 2x7.5000 DP 1116BTR 1- 2 WEBS: BC 011IF LL( 300.0) +01{ 224.01= 524.0 PLF 0'- 0.0" TO 13'- 0.0" V co 2x 4 DE STAND 1 BEARING AREA REQUIRED (SQ. IN) cif ( 2 ) complete trusses required. SRG D 0'- 0.0" 6.12 DF / 9.44 HP/ 8.99 SPF . TC LATERAL SUPPORT <= 12 "OC. UDU. Join together 2 ply with 3'x.131 DIA GUN !MG 0 13'- 0.0° 6.12 DI / 9.44 11£ / 8.99 SPF BC LATERAL SUPPORT <= 12 "0C. UON. nails staggered at: O 12" oc throughout 2x4 top chords, a a 4" oc throughout 2x11 bottom chords, Oi1D 2: SHEARWALLF0.00Gto LOAD. .00 12" oc throughout webs. NOTE: Bottom chord lumber must be 7.50' minimum depth. B chord requires plates held down 4" typical UOU IOTE: TRUSS DESIGN ASSUMES UNIFORM and hanger height covers 851 or more of member depth. SHEAR TRANSFER 6 -06 -00 6 -06 -0D 1 1' f 12 C -4x6 12 11.85V 4.0E 11.85 A o M Crl d M I Cr. 0 Cr. C/a C- 5x14.5 • CC CC Ca 0 A' R '� I— � r I�' CD ° C -3x7 ° I � PROFES ].3 -00 -00 �IEDGE REQUIRED AT HEEL(S)� �C\� ' 1 , n— Scale: 1/4" • �t r s ' O 0 JOB NAME: JOB- HAWKS BEARD TOWNQOMES - I-1 GIRDER m WARNae:S General Notes, unless olhenAsenoted: CV0tl j; I. ReadMGeneralHaasandMuting &beloreoonsto:eeoMasts 1. Dsuppoloadsasgm I 2 e.ie•r and .,. B ur cannaor shined he .a.6"d of se e n.rel lerAne s.d 2. Design assumes the top and bottom chords to be latare :y hated at i -ct FILE NO_ : G -1 GIRDER Wareham b.ao...m.tne:line rowan 2' -0' o a and at 17 -U o e respecbvetp_ ° B U G' � O 4. � O a. ta7 co npneskn nnb brave muse be br. u5.d .e.,. ef,e"n .. 3. lxq :mpecr bddgmg - or lateral tracing lequirad where slshown + + ( 7 • ao rr..ol m...r..esgtrl.nee4 v . rh . vp or, +L..r.na n p.".n<tractno. LislallaDOnof buss i s the fee ponslbsycclheteapecisa, contractor. CV /) V DA.TE: 10/12 /2004 ewebe drggn.d a nd ge.rW.d by Sedg,w of e. .le m4dw e. o. Design assures. bu sessro to ba used In a non• corrosive enNrmnrenl, •Q. �+� ed era 1v "d of use Con Leeman ne reeparocin ey for such teaWeg. 6 m lull homing at &I supporta shaven. Sh er wedge if Cr; S fie load shout! be applied to any component end Mtn all tracing and neeetisaiy DES. BY : MJ reamers err eemphrl end al no tents Owned 7. Oeslgn assumes adequate dra o Is molded. - E�` •t Ila . y w.m er•elm rnen a.o ya 9 ' loses t».ry1.d to say mmpon•rr 6 Enes Plates c be faceted irci with pan on bath laces a buss, and placed so lirein center G ConeuTnnlaa no corrupt over and aasuhra no r..pensidmtyfor the Ines eoir ade s o pant center rases. e SEQ_ : 1938019 ham r uY enharndB�shipment end iaseleeonof onnnea. 9. Olgdsis i i des gnreo u e l atet h einches o carp 1Q For basic so. I. design values 1 1 the Compu7n,s plate, Indicated by the prrlh 7, ll de.lOr.h Arnlsh.d :n to ass Whelan on bane d..lerw we Io.a. '(�, see I.0 B.O R.R 4211. by TPIhISB -SI r 1PWl1CA In SCSI 1-07eopiea of W10..611» 1unbind 11. The CompvTnrs Net Section Plate Is irdimiad by the prefot'CN' the by cw -ream. wan request desianalnr (18) indicates 18 pa. malenal is use , A8 ethos are 2b ga.